作者: E. J. Haug , V. Komkov
DOI: 10.1007/BF00933452
关键词:
摘要: A class of distributed-parameter optimal design problems is treated, in which the variable appears as a coefficient partial differential operator. Formal sensitivity analysis techniques that are common use engineering literature studied and made technically precise. Operator theoretic Frechet differentiation theory employed to develop rigorous for static vibrating elastic structures. Two examples involving fourth-order ordinary operators, commonly encountered treating beam plate elements, analyzed.